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Home My WebLink About3120-1N 0 0 L oI 3 a w 0 U I I— U) CU i z 0 H Q H U U w 0 n VII✓INITYMAP N.T.S. C p/I (L 50' 25' 25' 5' 7' I 18' 11 18' P.U.E. 2:1 CUT MAX. I 2:1 / FILL MAX.' TR 13139 1 1 2 4.5' 1. ' -SL PE 1/4" PER FT. LEVEL LINE 0.03' qI C)PF 1 A4" I I I IVAL �Ol STRI-�T ..,L_CTION Pj L 7' S' P.U.E. 2:1 2:1 CUT MAX. CUT z+• `2 1 FILL MAX. 2:1 FILL SILVERWOOD LANE, BEAR CREEK DRIVE, AND WYNSTONE PLACE NOT TO SCALE T.I.=5.5 No 26 S H T 2 ti Will 19 .3 6 7 8 9 10 11 12 13 14 15 16 17 18 SHT STREET IMPROVEMENT PLANS TRACT 16222 C/L # 28 > a 49� SO / ITEM QUANTITY UNIT 34 35 36,37 38 39 40 33 41 32 42 31 43 30 29 44 45 46 47 '#8 \ R- BEAR CREEK -DRIVE �� 91 90 87 86 s3S $4 83 82 81 80 79 -•-• 7r, 74 73 72 71 Tf� 89 88 H A 75 ., 69 68 67 66 65 6 631621611 TR 14765 —in" R[':P SEF STORM DRAIN PLAN DWG # 3123 1INVIONNIff nw I BASIS OF BEARINGS : THE BEARI VG" OF '4 IJ I I l3UllE F UR THE CEN I ERLI NE OF EAJ I A VENUE AS SHOWN ON PARCEL MAP NO. 11554, FILED IN BOOK 144, PAGES 35-37, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. NOT TO SCALE T.I.=5.5 MAX. MAX. CONSTRUCTION NOTES & QUANTITIES NO. ITEM QUANTITY UNIT CONSTRUCT 4 " MINIMUM A. C. OVER 12" OF 959' 99, 200 5. f. L'J COMPACTED NATIVE SOIL. 2) CONSTRUCT CONCRETE CURB AND GUTTER 6 C.F. 1003,}. 5, 700 L.F. PER CITY OF FONTANA STANDARD DETAIL ® CONSTRUCT STANDARD CROSS GUTTER AND SPANDREL 4,100 S. F. PER CITY OF FONTANA STANDARD DETAIL 104. MODIFIED W=8' a/.vnaAr/.>CaTasvi.r a arart�n LCn/rYLJ5LIL rr4/t_rrrue rrau/I/O"T/T/1�ClA/A/ v lA//1"ITU 24,600 S. F, AND LOCATION PER PLAN & PER CITY STD. 1015 CONSTRUCT RAMPED CURB RETURN PER CITY OF 10 EA. FONTANA STANDARD 1006. INSTALL STREET LIGHT -5800 LUMEN HIGH PRESSURE SODIUM LAMPS. COBRA HEADS W%CUT OF LENSE LIGHT ORNAMENTAL POLE (MINIMUM MOUNTING 16 EA. FIXTURE ON HEIGHT OF 20' INSTALLED SY 50. CALIF. EDISON CO.) n SAWCUT 2' WIDE EXIST. AC PAVEMENT AND JOIN 500 S.F CONST. RESIDENTIAL DRIVEWAY PER CITY OF FONTANA 91 EA STANDARD 102 W=16' TO BE FIELD L OCA TED. REMOVE EXIST CURB, GUTTER, AND SIDEWALK. 240 L•F 1AADOnIICAJrAITc /IV// rIVVLIV/LrVrJ I PRIVATE ENGINEERS NOTICE TO ALL CONTRACTORS THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY FOR ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS -PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE v0 NII --TOR IJ REW11— TW TAKE ALI PRErAUTiv vIARV (MEASURES TU PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO, THESE LINES OR STRUCTURES. UTILITY NOTIFICATIONS CITY OF FONTANA 8353 SIERRA AVENUE FONTANA, CALIFORNIA 92335 TELEPHONE (909)350-7610 SO.CALIF. GAS COMPANY—DISTRIBUTION FACILITIES 1 6231 \/AI I EY RI \/n FONTANA, CALIFORNIA 92335 TELEPHONE (889-9711 OR (800)422-4133 SO.CALIF. GAS COMPANY — TRANSMISSION DEPARTMENT 2191 BIRCH STREET BREA, CALIFORNIA 92621 TELEPHONE (909)529-2889 OR (800) 422-4133 SOUTHERN CALIFORNIA EDISON COMPANY 7951 REDWOOD AVENUE FONTANA, CALIFORNIA 92336 (909)357-6231 (SO. OF MERRILL) (909)357-6223 (NO. OF MERRILL) (800)422-4133 VERiZON TELEPHONE COMPANY 245 N. MOUNTAIN VIEW AVENUE POMONA, CALIFORNIA 91766 TELEPHONE (213)357-2257 OR (800)422-4133 SAIINI BERINIARDINIO CoU1NTY FLOOD COINITROL DISTRICT 825 EAST THIRD STREET SAN BERNARDINO, CALIFORNIA 92408 TELEPHONE (909)383-1665 PACIFIC TELEPHONE & TELEGRAPH COMPANY 3073 ADAMS STREET RIVERSIDE, CALIFORNIA 92504 TELEPHONE (714)359-2585 OR (800)422-4133 CUCAMONGA COUNTY WATER DISTRICT 10440 ASHFORD STREET, RANCHO CUCAMONGA, CA 91729 TELEPHONE (909) 987-2591 PRIVATE ENGINEER'S NOTE STREET GENERAL NOTES 1 ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK"). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2 WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 3 ALL MATERIALS AND METHODS HODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4 CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 5 THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 6 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. TI Ir /-' rl A l Trl A/� T/-\ r\ C"IIAI I lZ r1TA IAI A Mrnk AIT T!l Mrrlr/\MkA r- W/'\ A\ l A TI /\ A l r -\ r1 Tr1rAl/1II %AlrNMI/ r/ -\n Tr)rA I/II lr(-` G / IrIE LOIN IKHLIVti S TALL UD IA N H PERM 1 IU P'ER ORIVI CALHVH IIUIV U17 I r-IVUrl VVUKr\ FUrt Imr-INUMLJ J FEET OR GREATER IN DEPTH FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 8 THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR GROUND MOVEMENT. 9 NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 10 THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND rl rt IA TI/'\AI /-\r AAI\/ r\1IC'TIAI/' IITII IrIrC` AAIr'\ T/-\ r\rrr),1IC'r rl M t-\r)rr) Mr)rn Al lTl/\Al Tr"\ Al// -\In rI AAA A/,r rl lrr�rT/'\ ELEV1-\IION OF HIVI LA13111Vh UIILIIIE3, HIVU IU SALMI -3E r"RUrECC r-Mr-UMUIIUIV IU 1-\VUIU UHIV] HI.7E IrIErCEIU. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 11 THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO, GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, RnAAECTIn XAIATED DEnI AIKAEII IA/ATED CE\A/ED CTnDAA nDAIAI EI nnr) rnl\ITDnI AI\Ir) r'AI TDAAIC Al I I ITII ITV V VIVILJ iI\./ Y9/11 L1\, I\L\L-r-"IvILV ""I' -I\, JL vvLI\, '""'"IVI VI\P"111V, 1L\..rVV \AVIV 11\VL 111VV \�PIL II\l11VJ. PILL VIILiI1 COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 12 THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. 13 CIIR\/F (IATA REFERS TO THE FAME OF ('.I IRP 14 STATIONING REFERS TO THE CENTERLINE OF STREETS EXCEPT WHERE OTHERWISE NOTED. 15 ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16 THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17 REMOVAL AND REPLACEMENT OF EXISTING SURVEYCONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18 THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19 THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20 ALL GRADING OPERATIONS SHALL BE DISCONTINUED WHEN SUSTAINED WIND VELOCITIES EXCEED 25 MILES PER HOUR. 21 THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 22 NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 23 A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE—WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 24 CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON—ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 25 THE FINAL LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS SHALL BE APPROVED AT THE TIME OF 1("Tr\11/\TIY\Al AKIl ('1I A11-lr!\r\\A T/'\ TI Ir l\IT\/ r rl\AITA AIA (''TA klr ArI II +'\rTA+I (� UUIVJ I KUU I IUIV /-\114U SHALL UUI\Ir UKIVI I U I r1E I.,I T l�f FUN I HIVH J I HIVUHKU UE I HIL3. 26 ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 27 THE SEWER CONTRACTOR SHALL STAMP AN "S" IN THE FACE OF THE CURB AT THE LOCATION OF THE SEWER LATERAL. n Rill f\f'tA II1 r1rTr SHALL r\r rtl Al'�rR IIAITII TI Ir r/ Mk A( AAIn M1-11, lr/'ll1/'\IA I/'\ ["Trrl IIA\/r r)rrA+ MI A!\rr\ IA 1("`rlr/'\Trrl L8 NO LUIVCIRE- IE SHALL BE PLHI..EU UNTIL HE FORMS AIVU REINFORC11Vh 31EEL rlMVE DEEIV r'LHL.EU, IIV3r'EL.IEU AND APPROVED. 29 ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30 APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT. 31 PAVEMENT STRUCTURAL SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE t'ITV EhIn1VII\IEED AC rIETEDAAIKIER DV Cnll C TECTC TAVE7Kl AETED !"`nAADI ETlnl\I (')C'Dni InU ('DAr\ihl(l I'll I LIV IVLLI\ P\J VLILI\IVIIIVL.V UI J\llILJ IL -JI-) iri(\LIV Y\I IL -I\ 1.+V1Vl`LL IIUIV VI I\VV VII VI\PIVIIV V. 32 ACTUAL THICKNESS OF A.C. PAVEMENT AND/OR BASE COURSE MATERIAL FOR STRUCTURAL STREET SECTIONS SHALL BE RECOMMENDED BY A GEOTECHNICAL REPORT AND SUBMITTED TO THE CITY OF FONTANA FOR APPROVAL UPON COMPLETION OF ROUGH GRADING. •;Z AI I AAAKlUni EC ni EAKin] IT EDAAAEC nn\1EDC AKin \/AI 1/C OnVCC� C�IAI I OC DAICEr-\ Tn EIA4ICIJEfI ('DAME OV TUC JJ PILL IVIP11 V1 IVLL J, \✓LLP11V\.!l.r I I I\P1IVILJ, VV VLI\J P11VU Vr'1LVL UV/\LJ J IriLL UL I\P11JLV 10 I IIWIJI ILV VI\P\VL U I II IL PAVING CONTRACTOR UPON COMPLETION OF PAVING. 34 UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 35 CONTRACTOR SHALL RELOCATE AND/OR REPLACE LANDSCAPING, SPRINKLERS AND SIDEWALKS AFFECTED BY I I I THEnnKICTDI I('TInAI TO TUC CATICEAnTInAi nE TUC (`ITV E-KInIPICED I I IL \�VIVJ I\V V UIV I V I I IL I I Jig J1 r'\\, I I\JIV VI I I IL \...1 I I LIV VIIVLLI\. 36 AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ACCI IRII\I( TWF A( ('I IRA('V Amn Ar (FPTARII !TV nR TWF7 \A/nRll wP-Pr7nr\I F-{.JJVItI+VV +I +L /-lvvvl\f"wl /-llvV !'N✓�LI +/1i..Jiui l VI II+L. ry v+\I\ +ILI\Lulu. IN THE EVEN TO DISCREPANCIES ARISING DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE CITY. _.. 1 ^ ^ F� m PIP rl 77��J7�1 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE Pre ared Under The Supervision Of CITY OF FONTANA CALIFORNIA BENCHMARK: FwE 1 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ��zFJs$� Fq��;PPHB & ASS®r='IATES,INC. VILLAGE OF HERITAGE COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL xcoll� �� y� 1620 SOUTH GRAND AVENUE USCGS " STATION "PACEL" 1963.90' E'LY OF RAIL- o O 9 G626) 9 A, CALIFORNIA 91740 DRAWN BY: SCALE: ROAD TRACKS AND 28'f S'LY OF CL BASELINE. 1.1 MI. SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER � � NO. C42723 � � (626) 914-6256 FAX (626) 914-5756 EW 1"= 40' W 3-31-04 TROT 16222 E EXP. LY OF EAST AVENUE. SAME AS CITY B.M. NO. 364. x DIAL TW❑ WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY: DATE: BEFORE ��. DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND * * STREET IlV , ROVEMENT PLANS JAN, 2002 ELEV. 1301.54 YOU DIG You DIG n� J G1V I L � Date : CHECKED BY: D B � ' �� DRAWING NO.: 1 TOLL FREE i—boo-227-2600 STANDARDS IN EFFECT. �rFpF CaL�Ep�� Robe J. Okerman, dZ _- A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT R.C.E. 42 23 RCS - �`�- 3120 5 A ► ...._�,S �1__- -_ �s►ee-A11J OA lel.171 EXD. 3-31-04 f ITY ENGINEER R_ ,_F 5115? DATE: °- J